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九寨-黄龙机场地基软弱土工程地质特性研究
引用本文:刘宏,张倬元,刘亚波.九寨-黄龙机场地基软弱土工程地质特性研究[J].中国地质灾害与防治学报,2003,14(2):39-43,49.
作者姓名:刘宏  张倬元  刘亚波
作者单位:1. 成都理工大学,工程地质研究所,四川,成都,610059
2. 中国民航机场建设总公司,西南分公司,四川,成都,610200
摘    要:作者在长期工程现场调查研究基础上,根据初期勘察,详细勘察及高填方地基处理检测资料,对九寨—黄龙机场土方工程中提出的软弱土进行了系统深入研究。认为软弱土的涵义与其他工程实践中所使用的沿海软土和内陆软土均有所不同。它是针对九寨—黄龙机场高填方工程提出来的,是高填方地基中相对较为软弱的土层。为保证高填方地基稳定和控制地基沉降量,必须对其采取特殊工程措施进行处理。

关 键 词:九寨-黄龙机场  高填方地基  软土  软弱土  工程地质特性  稳定性  元山子组
文章编号:1003-8035(2003)02-0039-05

Study on the engineering geological property of the weak soils in the Jiuzhai-Huanglong Airport ground
Abstract:On the basis of the long field investigation of the Jiuzhai\|Huanglong airport project and the data collected from the initial survey and detailed survey and the high filled ground treatment detection,the weak soils which are put forward in the groundworks is profoundly and systematically studied.The conception is difference to the coastal soft soils and the inland soft soils,which are commonly used in other projects.The conception is put forward to clarify the special engineering geology problems in the Jiuzhai\|Huanglong high filled groundworks.Its engineering geological property is inferior to other soils.The weak soil must be treated with special engineering measurements to control the stability and settlement of the high filled ground.
Keywords:Jiuzhai\|Huanglong Airport ground  high filled ground  soft soil  weak soil  engineering geological property  engineering geological problem  
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